墙肢承载力偏压抗剪计算表格三

表9－3－1W－2正截面承载力计算娘墙肢和街截面尺寸剩(梅mm×mm)胀组摸合怕类倘别芬工况组合守(弟mm)迷水平和竖向咽分布钢筋笑（匀m泳m陵）翻(党mm)协(联kN)狠大延小偏心判断的(拉mm)敌(聚mm艳2店)昌实配钢筋彻M斜搭(躁kN杆·耕m洁)熟N蠢(kN)闻W设－驱2春250×99镇00级无混地捉震蓄72.68今855.13域85.0殊2工φ午8@1队5傍0弯0.0027鸡200季9700驼25234睡N巾皇<没N镰b逮447.1拿-3621初构造配筋，炭详见施工图缝35.92探804.33逼44.7借0.0027饿200掏9700桂25234留N寺卡<戏N氧b腊436.9眼-3554碗188.36裹804.33恰234.2削0.0027类200严9700炕25234嘴N素数<定N呜b乡436.9菠-3500弯119.90四769.22域155.9恭0.0027甚200禾9700震25234肾N限妈<粮N呼b该429.9鞠-3469奉253.90杠769.22听330.1喉0.0027爷200株9700桨25234扑N包灶<直N占b甲429.9涌-3422龟72.68匀1147.4腾9宵63.3扇0.0027腥200令9700发25234宿N庸羊<突N府b胆505.7内-4079构105.22负1064.2反0毯98.9询0.0027漫200米9700粉25234挂N巴玻<黑N替b祸489.0府-3938蚁257.66山1064.2爸0社242.1丘0.0027下200岁9700趁25234滋N防腰<洁N基b略489.0倒-3884春235.40芒1029.0港9仆228.7爆0.0027步200鼻9700体25234沃N旷叨<您N窄b勤482.0苍-3837焰369.40鸣1029.0烫9露359.0刊0.0027喉200脱9700栋25234贴N床汤<比N视b库482.0剃-3790着有到地演震曲833.40物737.45贼1130.1遮0.0027剂200婶9700伟29687土N热垄<扩N除b婶400.0概-3014墙950.72要737.45盛1289.2极0.0027割200滋9700阅29687亿N唱侨<累N集b短400.0篇-2979糕1247.9赴7压997.33澡1251.3旋0.0027劲200至9700缸29687属N蚊伸<滤N息b贸400.0绣-2522锡1365.2金9定997.33删1368.9抱0.0027刮200木9700莲29687取N启饺<溪N诊b家400.0苏-2487表9－3－2WF－2正截面承载力计算扭墙肢和肥截面尺寸那(飘mm×mm)司组早合走类致别彻工况组合船(荒mm)建水平和竖向惰分布钢筋覆（辰m蹄m喂）划(压mm)竿(披kN)商大良小偏心判断殊(炭mm)甲(游mm郑2定)扭实配钢筋浙M鄙难(饰kN粪·筐m广)单N递(kN)回W灿F舟－洗2哨300×34番25鞋无兴地敬震拘3.74请423.40阀8.8裹2章φ范8@1字3仰0酒0.0026鸦200蚊3225梅10071项N仇弯<径N渠b截400.0破-6308指构造配筋，扬详见施工图市78.01索379.68枣205.5猛0.0026钱200伤3225扶10071芬N拳锯<榴N尖b躬400.0狠-6299衫70.36辆405.57魂173.5射0.0026顺200涌3225液10071雅N跃月<并N抗b硬400.0揪-6265必127.07爸358.13菌354.8明0.0026渠200涂3225护10071朵N株终<决N卡b送400.0确-6281竟120.22格401.27踩299.6鸦0.0026扣200雾3225匆10071雁N令怀<配N刺b径400.0锣-6217炕1.25良544.78天2.3堡0.0026侦200城3225中10071慰N炭沈<论N洗b怀400.0雨-6109姿61.97衫487.57毛127.1拦0.0026压200嘱3225峡10071愿N谅坚<斥N眠b陷400.0趋-6137晴59.42卷513.46住115.7踏0.0026条200枣3225陶10071叼N跑趋<泥N躲b密400.0欢-6097饲102.31调466.02缴219.5肉0.0026莲200逮3225番10071居N烫喜<呜N肌b府400.0链-6129她100.02椅509.17吃196.4药0.0026超200谷3225粒10071增N梯炸<五N雅b谈400.0皱-6059千有免地逆震约1102.6凶4弃173.42驰6358.2孟0.0026兵200亮3225画11848秋N刚躬<撑N酿b层400.0摄-5740雾1096.5撑0掘562.61翁1949.0倡0.0026码200拣3225贱11848栋N南部<啊N厚b狼400.0叨-5194守900.68仿281.31辩3201.7呈0.0026牺200抓3225边11848发N狸姜<散N眠b骗400.0拆-5776母898.63效670.50测1340.2芦0.0026屡200士3225喂11848猪N米浩<所N趣b售400.0街-5227表9－3－3W－1正截面承载力计算恩墙肢和椒截面尺寸允(黑mm×mm)唱组湖合随类栏别杂工况组合黄(吼mm)浆水平和竖向港分布钢筋糟（汁m誓m岔）临(芳mm)欧(伙kN)永大膛小偏心判断租(报mm)棵(里mm汪2胳)坡实配钢筋假M鹰躁(社kN修·锦m尺)河N起(kN)悦W班－也1辛300×24鸦00觉无扶地创震洒61.42少798.21冻76.9哑2勇φ伸8@1踩3诸0疼0.0026陷200恭2200甚6870粥N桑饶<祝N旦b寻400.0短-5858达构造配筋，洋详见施工图删67.40酸773.29爸87.2视0.0026禽200茶2200党6870卷N掠羡<修N据b柿400.0谜-5889扶52.68食743.56请70.8市0.0026臭200谱2200腊6870招N考尖<拐N典b是400.0凤-5963避67.98射744.37四91.3毫0.0026布200高2200体6870智N而呀<意N圣b镇400.0厨-5937此43.45屡694.81新62.5乏0.0026倦200辉2200阿6870导N污斥<闭N爷b梨400.0蔑-6060晒61.42连660.04诊93.1段0.0026糕200误2200悬6870鲁N择瞒<清N跳b贷400.0令-6088租49.86诚634.78潜78.5筒0.0026缴200水2200抓6870描N晚平<听N畏b惭400.0筑-6149挎70.22颤594.04祝118.2嗓0.0026蜡200厕2200亮6870治N羡疲<蔬N润b叮400.0役-6183半38.75蜜626.36偷61.9践0.0026补200远2200垒6870绣N拒版<扬N搭b票400.0巩-6182翼72.69壳558.46暂130.2尿0.0026跌200痰2200帮6870朱N滩巷<泪N梁b耻400.0蝴-6239战有其地霜震捎114.88影815.67醉140.8例0.0026纳200昆2200璃8082输N通我<举N肤b旨400.0袍-5972旷11.27益553.23京20.4扇0.0026脸200编2200炸8082活N国尊<守N透b岔400.0煎-6491师16.46狼713.81晕23.1诊0.0026遇200肥2200竞8082雷N捷惯<液N盘b锤400.0模-6256体120.07疾431.19骑278.5蜂0.0026杨200棉2200涌8082咽N清穷<关N盆b栋400.0蝶-6510表9－3－4W－1正截面承载力计算越墙肢和托截面尺寸联(子mm×mm)另组门合助类碧别浮工况组合石(欣mm)惠水平和竖向云分布钢筋戴（旁m滚m阁）潮(蓄mm)昌(秘kN)世大眉小偏心判断层(蚁mm)按(席mm还2贱)纯实配钢筋庸M徒踩(掠kN膏·表m架)植N嫌(kN)非W弱－雷1受300×30鞠75链无甚地绪震而129.52贿829.56宫156.1晌2谢φ怨8@1矮3纳0坝0.0026六200恰2875趴8978欧N歪铃<欺N晌b腊400.0隆-5568鼓构造配筋，丧详见施工图盏142.13况777.99碧182.7业0.0026旧200饥2875翠8978魂N陪控<盏N小b彩400.0头-5638友111.12嫌787.18蠢141.2陶0.0026黑200付2875兄8978充N线孙<盐N断b他400.0示-5661愈143.34疲739.03给194.0乏0.0026致200肃2875匪8978治N销材<饿N择b滚400.0轿-5701烛91.65垂754.35感121.5航0.0026跳200剧2875恭8978款N暴帆<妻N架b告400.0就-5740跃129.52烘1050.7银6慈123.3千0.0026嗓200幼2875膜8978浓N阻乱<爹N扬b虚400.0条-5199超105.16零980.46忽107.3兴0.0026怎200仔2875买8978贱N录妨<链N苗b茎400.0究-5347波148.09瓜993.73焰149.0舟0.0026剪200健2875裳8978胃N天沫<碧N桃b偏400.0呈-5271还81.71季933.88捏87.5页0.0026蜂200冶2875莫8978鹿N替热<统N弃b很400.0金-5454谢153.28础955.99根160.3饲0.0026棕200准2875笨8978目N喇死<承N洗b贤400.0闯-5327黎有穗地后震之242.25侍679.57篇356.5斥0.0026贯200庸2875泛10562洁N权甜<乌N铁b乱400.0炊-5985小23.78纠748.86恨31.8清0.0026拔200储2875脏10562撑N野逆<兄N萄b经400.0枕-6196跌34.71鲜868.40底40.0拆0.0026热200沸2875惕10562摊N沿沈<穿N岭b层400.0惑-6011廊253.18赚945.18校267.9才0.0026企200庸2875暂10562兆N竞赴<筒N僻b洲400.0抵-5593挎表偏9乞－逐3忙－裂5矿刮印挥益悠材欧免斧W肉－槽1屈正截面承载力凡计算汽墙肢和贯截面尺寸卸(肥mm×mm)迟组蕉合剩类老别抹工况组合瞎(锐mm)屡水平和竖向涂分布钢筋茎（吧m逝m旁）疮(研mm)墨(属kN)熊大份小偏心判断葬(常mm)圣(游mm屋2盛)踢实配钢筋滚M必业(妹kN照·油m描)贺N弊(kN)秤W邀－齿1董300×13钳75月无拉地叮震同11.86胁313.52绞37.8地2购φ菊12浙@1产5训0秒0.005培100铜1275晕3669芝N岸口<默N刻b燕2诱00.0芽-2657素构造配筋，殃详见施工图肯13.01怜285.38嫌45.6杀0.005零100妻1275架3669炒N倘荒<浴N向b娃2拼00.0嫂-2701俗10.17蛋302.68闯33.6劝0.005霉100借1275坝3669峰N亏醋<影N进b递2旷00.0侵-2680味13.12摇267.42恶49.1蝇0.005扰100梢1275迎3669坡N载刃<猾N哈b作2屯00.0避-2730躁8.39炼296.26胡28.3饼0.005脂100雅1275硬3669巡N匠瑞<秩N向b攻2飘00.0碰-2696添11.86纵519.93将22.8肉0.005册100琴1275释3669迎N报朱<刺N养b仍2忠00.0乳-2313怀7.12并478.70聪14.9餐0.005影100显1275岂3669萝N捞铜<井N馆b厉2潮00.0占-2395钩16.06势502.91返31.9嘱0.005冻100但1275等3669丈N争均<仿N错b呢2加00.0炕-2329将3.31始447.88托7.4克0.005给100醋1275估3669荷N原饲<低N辨b挠2科00.0烂-2457石18.21摆488.23茧37.3皂0.005袜100粱12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